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| 1 | Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20\\") in depth and earth work in enbankment to be in 20cm (8\\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\\") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. I/C Compaction in Layer by Road Roller S.I.No-253 Cartege of 8km |
| 2 | Earthwork in Excavation of foundation in ordinary soil including lift upto 1.50 m and lead upto 30 m , and inculiding filling ,watring and ramming of Excavated earth in the space between building and the sides of foundation trenches or into the plinty and removal and disposal surplus warth as directed by Engineer -in-charge upto a sistance of 30 m from the foundation trenches as per SI No.251 |
| 3 | Cement concrente with 40 mm stone ballast, approved coarse sand of cement in propotion 1:6:12 including supply of all material, labour, T&P etc required for proper completion of work as per SI NO .273 |
| 4 | Providing and laying of NP3 class 350mm RCC pipe with collars joint with 1:2 cement and fine sand mortar including testing of joint. as per SOR |
| 5 | Making of connection of Drain/sewer lines with existing maholes i/c braking into and making good the wall floor with 1:2:4 cc and 1:3 cement and Coarse sand plaster and finished with neat cement for pipe size 100to 250mm dia as per DSR 19.21.1 (Rate=810.45x0.757=613.51 each |
| 6 | Class -150 Sub class' A' brick work in 1:4 with cement and approved fine sand of 1.25 F.M. mortor in foundation and upto plinth including supply of all materials, labour and T&P etc compelte as per SI NO .305 |
| 7 | Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 401. By Manual Means |
| 8 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. As Per Analysis. Grey |
| 9 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. As Per Analysis.Red |
| 10 | 12mm thick plaster in wall in/out side in 1: 4 in cement f/sand mortar work SI 584 |
| 11 | Supply and fixing of FSRC precost Rcc Medium duty man hole cover with fram of size(600x600x75mm) rate aproved by SE RED VNS |
| 12 | Supply and fixing of FSRC precost Rcc Medium duty Gulipyt cover with fram of size(300x300x50mm) rate aproved by SE RED VNS |
| 13 | Supply and fixing of PVC pipe 110 mm dia ISI mark for drainage SI no.23(31) SOR 2020 p.no. 10 Rate=225x1.1=247.50 per rmt |
| 14 | Supply and informatory M.S. sign Board size 1.2x0.90meter made of 18mm gauge M.S sheet fic ISA 40x40x6mm from support in back side by 40x5mm flat iron on all four side along with to vertical post of 2.90mtr Diagonal bracing of size 40x5mm flat iron electrically welded and painted with one coat red oxide primer and 2coat superier quality enamel paint with lettering work of required specified information also L/c fixing in trech both side C.C 1:2:4 size 0.45x0.45x0.50m Required for proper complation of work reference specification S.I No. 502 Please Enable Macros to View BoQ information |
